THE EFFECT OF 800 °C ON BOND STRENGTH OF CONCRETE WITH MINERAL ADMIXTURE

dc.contributor.authorCoskun, Ahmet
dc.contributor.authorTanyildizi, Harun
dc.contributor.authorYazicioglu, Salih
dc.date.accessioned2026-08-12T17:25:17Z
dc.date.issued2007
dc.departmentFırat Üniversitesi
dc.description.abstractThe effect of high temperature (800 degrees C) on the bond strength between concrete and rebar was investigated. In addition to concrete mixture with only portland cement, concrete mixtures with 10% silica fume and 15 % fly ash replacing cement by weight was prepared. Maximum aggregate size is as 16 mm. The 150x150x150 mm cube specimens were prepared for compressive strength and the 100x200 mm cylinder specimens were prepared for bond strength. The specimens were cured in air for 270 days after curing in water 20 +/- 2 degrees C for 28 days. After being heated to temperatures of 800 degrees C, compressive strength and bond strength of concrete were tested. The results showed that specimens with silica fume always gave the highest values followed by those as specimens with fly ash and specimens without mineral admixtures irrespective of type and age of concrete and test methods.
dc.identifier.endpage351
dc.identifier.issn1300-7009
dc.identifier.issn2147-5881
dc.identifier.issue3
dc.identifier.orcid0000-0002-7585-2609
dc.identifier.startpage347
dc.identifier.urihttps://hdl.handle.net/11508/54267
dc.identifier.volume13
dc.identifier.wosWOS:000443129200007
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.language.isotr
dc.publisherPamukkale Univ
dc.relation.ispartofPamukkale University Journal of Engineering Sciences-Pamukkale Universitesi Muhendislik Bilimleri Dergisi
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectMineral admixtures
dc.subjectHigh temperature
dc.subjectRebar
dc.subjectBond strength
dc.titleTHE EFFECT OF 800 °C ON BOND STRENGTH OF CONCRETE WITH MINERAL ADMIXTURE
dc.typeArticle

Dosyalar